10 kN 20 kN 30 kN 18 kN hinge 8m 12 m 50sm-40 m P6.25
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Compute the support reactions for the arch in
Figure P6.25. (Hint: You will need two moment equa-
tions: Consider the entire free body for one, and a free
body of the portion of truss to either the left or right of
the hinge at B.)
Transcribed Image Text:10 kN
20 kN
30 kN
18 kN
hinge
8m
12 m
50sm-40 m
P6.25
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